western sydney university bankstown

Western Sydney University Bankstown Construction Management Plan Revision

WSU Bankstown

Western Sydney Uni Bankstown of 45

Construction Management Plan

The Western Sydney University (WSU) Bankstown Campus development is to be constructed by Built for our client Walker Corporation. This Construction Management Plan (CMP) has been developed to document the proposed construction methodology and management systems to be adopted to complete the design and construction of the proposed development. The CMP sets out the anticipated construction methods to be utilised providing details of the major items of plant and equipment proposed for use during construction. It details how delivery of the project will interface with key stakeholders inclusive of neighbours and the public around the site. The CMP will serve as an active plan on how the construction works will be undertaken and outline the planning aspects of the works to be completed inclusive but not limited to the following items:

Provision of the planned construction methodology

Detail the site establishment planning for the project

Detail the project logistics planning and provide explanation for decisions.

Outline the sequence of the works

Outline areas of public interaction and the associated management processes to be adopted, including traffic and pedestrian management

In addition, the CMP specifically addresses the requirements of the following Consent Conditions within the sections listed below: B15 – Prior to the commencement of construction, the Applicant must submit a Construction Environmental Management Plan (CEMP) to the Certifier and provide a copy to the Planning Secretary. The CEMP must include, but not be limited to, the following:

a) Details of: i. hours of work; ii. 24-hour contact details of site manager; iii. management of dust and odour to protect the amenity of the neighbourhood; iv. stormwater control and discharge; v. measures to ensure that sediment and other materials are not tracked onto the vi. roadway by vehicles leaving the site; vii. external lighting in compliance with AS 4282-2019 Control of the obtrusive effects of

outdoor lighting; and viii. community consultation and complaints handling;

b) an unexpected finds protocol for contamination, asbestos or other unexpected finds and associated communications procedure; and

c) an unexpected finds protocol for Aboriginal and non-Aboriginal heritage and associated communications procedure.

B17 - Construction Traffic & Pedestrian Management Plan – Appendix 1

EXECUTIVE SUMMARY

WSU Bankstown



B24 - Construction Parking - Appendix 1 B25 - Construction Worker Transportation Strategy - Appendix 1

DOCUMENT REVIEW AND AUTHORISATION This CMP has been reviewed and authorised for issue by the Project Manager. Future documentation and changes to previously issued documents shall also be approved by the Project Manager.

Revision Details Approval Revision: Rev 2 Position: Project

Manager

Name: Shane Tozer

Date Issued: March 2021 Signature:

Controlled Copy Details Rev 1 – Ongoing development incorporating internal review process

WSU Bankstown



TABLE OF CONTENTS

Contents 1. Project Description ......................................................................................................... 5

2. Pre-Construction Activities & Enabling Works ............................................................ 7

2.1 Dilapidation Survey ........................................................................................................... 7

2.2 Construction Traffic & Pedestrian Management Plan ........................................................ 7

2.3 Adjoining Neighbours & Consultation ................................................................................ 8

3. Mobilisation and Site Establishment ............................................................................. 8

3.1 Overview .......................................................................................................................... 8

3.2 Hoardings & Fencing ........................................................................................................ 9

3.3 Temporary Services ....................................................................................................... 11

3.4 Site Accommodation ....................................................................................................... 12

3.5 Site Cranage .................................................................................................................. 14

3.5.1 Tower Crane Staging ................................................................................................. 14

3.6 Work Zones .................................................................................................................... 20

3.7 Scaffolding / Slab Edge Protection ................................................................................. 20

3.8 Hoists ............................................................................................................................. 24

3.9 Concrete Pumping .......................................................................................................... 27

3.10 Loading Platforms ........................................................................................................... 30

4. Construction work ........................................................................................................ 31

4.1.1 Excavation/Piling/Jump Form Establishment .............................................................. 31

4.1.2 Unexpected finds protocol .......................................................................................... 31

4.1.3 Accelerated Structure................................................................................................. 32

4.1.4 Tower Structure ......................................................................................................... 32

4.1.5 Tower Façade ............................................................................................................ 33

4.1.6 Key Milestone Dates .................................................................................................. 35

4.1.7 Separable Portions .................................................................................................... 35

5. Management Systems .................................................................................................. 36

5.1 Noise and Vibration Management ................................................................................... 36

5.2 Site Safety Management ................................................................................................ 36

5.3 Waste Management ....................................................................................................... 38

5.4 Environmental Management Plan ................................................................................... 40

6. Appendices ................................................................................................................... 42

WSU Bankstown



1. PROJECT DESCRIPTION The Western Sydney University (WSU) Bankstown City Campus (BCC) project is an 18-storey mixed use tertiary education facility and a key component of the University of Western Sydney’s ‘Western Growth Program’ which presents an opportunity to contribute to the regeneration and activation of the Bankstown Central Business District, creating an iconic landmark for Bankstown. The BCC will expand upon the public services and facilities in Bankstown’s Civic Precinct, providing a new educational facility and enhanced public domain to complement the existing cultural and civic facilities of the Knowledge Hub, Bryan Brown Theatre, Council administrative facilities and public open space. The WSU Bankstown City Campus comprises of the following fundamental elements:

Two (2) levels of basement car park including bicycle storage, a loading dock, back-of-house storage, end-of-trip facilities, Building management office and all associated plant rooms.

Ground floor retail areas, lobby with multi-purpose tiered space and showcase areas.

Levels 1 through to 18: Educational facilities including o ‘Specialist Services’ and ‘Student Services’ areas o ‘Student Hub o Library o ‘Workplace’, ‘High Degree Research’ and ‘Shared Learning’ spaces o Conference facilities; an o University and education spaces o Note: Base build works that form part of the Subcontract are limited to services

capped at the core

Roof: Building Services Pathway including PV Solar Panels

DA Working Hours Monday – Friday 7am – 6pm, Saturday 8am – 5pm Note: Bulk Excavation done by others engaged by the client directly. BUILT will take possession of the excavation at handover.

WSU Bankstown



Figure 1-1: Site location plan

WSU Bankstown



2. PRE-CONSTRUCTION ACTIVITIES & ENABLING WORKS 2.1 Dilapidation Survey

Built are in receipt of the dilapidation survey report completed by Mainland Civil as part of the early works and bulk excavation scope. This document covers not only areas adjacent the site but a detailed video road survey to capture haulage routes determined as part of the bulk excavation scope. Built will separately complete a site dilapidation survey prior to commencing the main works coinciding with the completion of the early works. The survey will be completed by an independent 3rd party entity and will be used to satisfy DA conditions B7 & B8.

2.2 Construction Traffic & Pedestrian Management Plan

Built have engaged the services of ARUP to complete a comprehensive Construction, Pedestrian and Traffic Management Plan for the delivery of the WSU Bankstown Campus and specifically to address each of the requirements of Consent Condition B17 (Parts a to e),,B24.& B25 Each of these conditions is referenced in its entirety in the attached CTPMP. (Appendix A) ARUP were previously engaged directly by the client in the preparation of the preliminary CMP. The history & relationships already formed between Council & Arup will be important in executing this element of the planning. To date, Walkers have involved the City of Canterbury-Bankstown (Council) with traffic and pedestrian management proposals that have been submitted as part of the DA submission. Built will not require a primary construction zone as part of the works and has indicated this to council during our first consultation meeting in December 2020. The use of the nature strip between Rickard Rd & the basement excavation instead will be utilised as a temporary hall road for delivery vehicles.

WSU Bankstown



3. MOBILISATION AND SITE ESTABLISHMENT 3.1 Overview

Upon site possession Built are handed over the site at bulk excavation level by Mainland on behalf of Walker. Built will proceed the installation of the temporary site accommodation on the south of the WSU – BCC project site as seen in the below. The temporary accommodation is to remain in place until Level 4 FRP of the structure is complete and the accommodation relocated into a purpose-Built area on Level B1 of the construction site.

Existing A - class hoarding which has been installed by the early works contractor, note that there will be minor modifications to suit the projects requirement which will be coordinated with required authorities. The current A - class hoardings will remain in place with a minor modifications to the southern boundary upon site possession by Built. As well as B – class hoardings to be installed along the Rickard Road northern face footpath and over BLaKC Laneway. Access for the site accommodation will be through the south east turnstile adjacent Appian Way and Paul Keating Park. The pedestrian path up to the site accommodation will have chain and mesh fencing as a means of protection and delineation from site and site accommodation.

WSU Bankstown



Built will pour a portion of ground floor permanent structure earlier to use as a concrete pumping zone for the remainder of the project. As well as utilizing this area for unloading materials and materials handling when not pouring concrete. The concrete pumping zone will be constructed to a loading of 20kPA. Built are proposing to alter the kerb along Appian Way as shown in figure 3-1 to maintain easier access between the proposed hoarding to the adjoining neighbours.

3.2 Hoardings & Fencing

There is site perimeter solid A Class hoarding currently located to the north, east and western perimeters of the WSU BCC Project (See Figure 3.1). As noted above in Section 3.1 upon site possession the southern boundary hoarding will be modified to suit the project site amenities, as well as B-Class hoarding along the Rickard Road northern face footpath and over BLaKC Laneway to b installed. The B-Class along Rickard road and BLaKC laneway will be of 10kpa rated as overhead protection, to maintain access for pedestrians and vehicles which share the sites boundaries. `

WSU Bankstown



Figure 3-1: Hoarding Plan

All works relating to the above mentioned hoarding plans will be coordinated in consultation with Canterbury Bankstown Council as required.

WSU Bankstown



3.3 Temporary Services

Power Currently there is no power provided to the site. The project will be supplied from temporary generators in the initial phases. The existing kiosk substation located across Rickard Road will be utilised to provide (limited) temporary power to the WSU – BCC project. This dedicated feed for WSU – BCC will have a circuit breaker fitted into the switchboard to allow 400A. Upon commissioning of the substation temporary power will transition to permanent power and site temporary power will be run from the substation. Water The existing temporary 50 dia water supply is fed from Rickard Road. The permanent 150 dia water supply is being installed through Rickard Road and will provide the water mains connection into the site as well as connection for fire protection services. Sewer main running east west adjacent Paul Keating Park has been installed and will be utilized during the construction process. As the project is constructed, these connections will be utilised to cater for additional amenities as required by the construction workers along the southern face and then into the basement.

WSU Bankstown



Figure 3-2: Phase 1 – Site Accomodation Plan

3.4 Site Accommodation

Site accommodation will initially be located on the southern end of site adjacent Paul Keating Park. This initial set up will be single height portable sheds to facilitate 150 workers (both male and female). Elevated pathways will be constructed between all sheds, with over head roof to ensure access from the site entry and between sheds is weather protected. The roofing will be extended from the site accommodation area to the nearby hoist to maintain weather protected pedestrian access.

The site accommodation will be relocated into the Basement structure at the completion of stripping of underside of Basement levels. The initial Basement installation will be capable of housing an estimated 200 workers with planning in place to increase the number of operatives housed subject to the awarding of integrated fitout.

WSU Bankstown



It will be required that all site accommodation is constructed to all statutory code requirements and the current design / proposal attached is designed as such refer figure 3-3 for basement layout/design. The Built project site office will be located at 41-45 Rickard Road, Bankstown. The office space will be fit out to include workstation style office space, fully serviceable kitchen, meeting rooms, reception areas and team building spaces. This will be the location of site inductions and visitor attendance sign in.

WSU Bankstown



Table 3-5: BOJV 6&8PS Crane Summary

Table 3-5: Built Crane Summary

3.5 Site Cranage

Built has carefully analysed the craneage requirements for the project. We have worked closely with our internal materials handling specialists and engaged with three major crane companies to optimise and select the most appropriate cranes and their locations for the project. Specifically, to the site in Bankstown being located in close proximity to Bankstown Airport and having restricted airspace requirements. The building is intended to be constructed using 2 cranes. These cranes are summarised below: The craneage for the project is split into several stages, this staging methodology is detailed below and depicted on the attached staging plans.

Option 1

See below elevation showing all cranes at their maximum height. The craneage for the project is split into several stages, this staging methodology is detailed below and depicted on the attached staging plans.

3.5.1 Tower Crane Staging

The craneage for the project is split into several stages, this staging methodology is detailed below and depicted on the attached staging plans.

Crane No Proposed Model Approx Radius

(m)

Start date Last lift Duration Max Height of Tower (m)

TC1 370 EC-B 12 50 29/03/2021 28/07/2022 60wk 136

TC2 172EC-B 8 Litronic

40 08/09/2021 11/05/2022 26wk 125

WSU Bankstown



Figure 3-7: Stage 1 – Crane set up plan and elevation

Stage 1

Initially TC 1 will erected to RL 69400 at a free standing height of 70m to the top of the crane, it will be positioned external to the buildings boundary on the eastern face between grids 2 & 3. TC 1 will be erected with the use of a mobile crane set up on Rickard Road or within site TBC (refer mark ups below). TC1 will be supported by a crane base further reinforced by concrete piles below.

WSU Bankstown



Figure 3-8: Stage 2 – TC2 Crane installation

Stage 2

TC2 will be erected using TC1 and will free stand at RL67700 at a height of 68m to the top of the crane, it will be positioned within the building on the western side along grids B & D below Grid 5. TC2 will be supported by a crane base within the ground works further reinforced by ground anchors or gravity pad.

WSU Bankstown



Figure 3-9: Stage 3 – TC1 & TC2 Climb to final position

Stage 3

These 2 hammerhead tower cranes will climb once through the tower construction, for offloading materials for the main concrete structure, steel structures, façade and finishes.

During TC1 stage 3 it will remain at a height of 136m at RL135.391, the crane will be assisted by a single crane tie. TC2 at its final stage will remain at a height of 125m at RL124.306 also assisted by a single crane tie.

WSU Bankstown



Figure 3-9: Stage 4 – Jumpform and TC2 Dismantle and removal

Stage 4

TC1 and TC2 will continue to feed the tower structure and load the floor plates with façade, services and finishes. When the tower core tops out, either crane will assist in the jumpform dismantle. Upon jumpform dismantle completion TC1 will assist in the dismantle and removal of TC2 once TC2 climbs itself down to its initial stage 1 height.

WSU Bankstown



Figure 3-10: Stage 5 – TC1 Dismantle

Stage 5

When the floor plates have been sufficiently loaded with services and finishes and the roof construction is complete, the external TC1 crane climbs down to its stage 1 height of 70m, where it is dismantled with a mobile crane from the material handling zone OR Rickard Road.

WSU Bankstown



3.6 Work Zones

Due to Rickard Road being an RMS/semi arterial road the opportunity to operate a full-time work zone is not permissible. The alternate solution is to have an internal work zone set up within the northern frontage (on future nature strip) of the project within the A class Hoarding adjacent Rickard Road. Built will utilize this area for structure, façade and finishes deliveries for all trades. The work zone will also facilitate in the construction process in providing access for concrete trucks to drive in and out of site for concrete pours.

3.7 Scaffolding / Slab Edge Protection

Built has reviewed numerous options to provide suitable edge protection for the project. Based upon the projects staggered design and use of cantilevers, the projects requirements have been determined to include a combination of scaffolding, slab edge fencing/mesh and perimeter screens will be required to adequately meet the project’s needs. Key considerations in determining the best solution include;

Fully enclosed adjacent perimeter to stop thrown objects. Fall protection for workers during the structure and façade works. This is a typical safety

management coordination requirement for high-rise projects. Provision of access, egress and installation space. Time and cost efficiencies.

WSU Bankstown



During Basement construction edge protection is to be provided by the Formwork Subcontractor in the way of handrails to working decks. BUILT will provide two stretcher stairs into the excavation. Main scaffolding/edge protection required for the project works is as follows:

Scaffold Rosette in raft for jumpform establishment

Scaffold and Edge protection through internal atriums and voids

L1- L3 Rosette edge protection to the west and southern boundaries

L4 – L8 Rosette edge protection to the north west boundary

L9 – L14 Rosette edge protection to whole western boundary

L15 – 19 Rosette edge protection to whole west and southern boundaries

All other faces will have hydraulic screens as edge protection. Rosette Edge protection system shown pink and Hydraulic screens shown in green in mark up below.

WSU Bankstown



The edge protection strategy for the tower will be hydraulic screens and Rosette scaffolding. The hydraulic screens will be launched from level 1 to the roof level on applicable elevations. The screens will include plywood flaps / returns to bridge the gap between formwork for slabs and concrete slabs and the vertical / main screen panels. Behind the top level of the screen system, formwork installation, reinforcement fixing, post tensioning and concrete placement activities will occur. Behind the last level of the screen system, perimeter handrails will be installed prior to the jumping of the screen system to provide edge protection once the screens have jumped.

WSU Bankstown



In addition to perimeter screens and handrails, BUILT will deploy full height debris meshing to the whole perimeter elevation of the building to prevent any falling objects. These mesh screens will be installed from the top of the handrail to the concrete soffit and provide a fully enclosed elevation.

WSU Bankstown



3.8 Hoists

Built has consulted with our internal materials handling specialists and several specialist hoist companies and determined that 2 man and materials hoists will be required to adequately service the project. This is a function of the size of the project, the machines that are available for use, and the available craneage. See below summary and plan of hoists for the project:

Hoist 1 - Hoist 1 is an external single man hoist located on the eastern face on the north, used to transport men, small materials and equipment to the tower floor plates. These hoists are mid speed to maximise productivity and reduce waiting time for workers. This hoist climbs to L19 and remains to service the upper floors until the tower builders lift comes online, at which point it is removed with TC1.

Hoist 2 - Hoist 2 is an external single man hoist located on the eastern face on the south, used to transport men, small materials and equipment to the tower floor plates. These hoists are mid speed to maximise productivity and reduce waiting time for workers. This hoist climbs to L19 and remains to service the upper floors until the tower builders lift comes online, at which point it is removed with TC1.

WSU Bankstown



WSU Bankstown



Both hoists have been installed as singles to ensure continuity of access to work zones for all trades during scheduled maintenance and hoist climbs. There will be no requirement for penetrations to be left as the hoists are set up outside the building’s boundary.

WSU Bankstown



3.9 Concrete Pumping

During the construction period for the initial temporary works, basement works and then the construction of the rest of the tower, Built will pour concrete from 2 locations. Initial pours will be completed from the work zone along Rickard Roard within the sites boundary. Post pouring of the ground floor north east corner, this will become the projects pumping zone. Most pours will use a stationary trailer pump with a static line fixed to the ground floor slab travelling vertically up the core along to the tower boom which will run up the building as the tower boom climbs..

WSU Bankstown



The main structure will be serviced by a single concrete tower placing boom installed from basement 2. The tower boom will be situated in the centre of the slabs to reach all pours and jumpform core walls with the assistance of a longer rubber should it be required. The location of the concrete placing boom can be seen in the above plan layout along with the concrete pumping zone shown below.

WSU Bankstown



It is proposed that the concrete batching plant to supply the site will be Boral located at Enfield with Granville and Smithfield as back up options if required. This batching plant has the capability of producing 100 cubic metres per hour. Concrete trucks that operate out of the Enfield, Granville and Smithfield plants come in 3 sizes being 6, 8- and 10-wheel configurations. Should there be any issues with Boral supply Concrite batch plant facilities are available to supply out of Auburn and Moorebank batch plants. Please see map below for the route from the batching plant to the site.

WSU Bankstown



Figure 3-10.1 Loading Platform Location

3.10 Loading Platforms

A single loading platforms will be provided to each floor as per figure 3.10.1. The loading platforms will be applied to 5 consecutive levels at a time and cycled up as required.

The loading platforms will be located on the northern face of the project above the projects work zone.

WSU Bankstown



4. CONSTRUCTION WORK

4.1.1 Excavation/Piling/Jump Form Establishment

Walker has undertaken the bulk excavation and provided Built with a site to BEL. From this point Built will take on the detailed excavation onto the FRP stages and into the structure. To achieve Built’s proposed programme a start date of 22 of march has been agreed with the client.

The first critical activities on site are primarily driven towards the establishment of the jumpform system to progress the basement slabs. Firstly, the core raft and associated waterproofing must be completed and initial kickers to assemble the jumpform system. The erection of the jumpform system signals the commencement of the main structure.

Whilst we establish the jumpform, the western portion of site footings will be running concurrently. Built will pour the foundations through to slab on grounds and B1 suspended slabs on the west as to keep to programme until the jumpform surpasses the ground floor and the cycle can then commence.

4.1.2 Unexpected finds protocol

Contamination that may not have been detected during previous investigation works may be discovered during the course of excavation works. Such contamination may be discovered due to observations such as:

odour

discolouration or staining of soil or rock

seepage of unusual liquids from soil or rock

unusual odours or sheens on groundwater

unusual metal objects

presence of underground storage tanks

presence of oil

presence of waste or rubbish above or below ground

potential asbestos containing material

unusual colour in soil

unusual colour in groundwater.

During removal of building slabs and other site coverings inspection of the underlying soil should be undertaken to identify potential evidence of contamination, such as staining/discolouration, odours, presence of anthropogenic inclusions (for example asbestos-containing material, ash, slag, bitumen, etc.) or oil or hydrocarb on sheen. If any evidence of contamination or materials different from those previously encountered at the site are found further consideration will be undertaken to identify any necessary assessment or actions. If such contamination is discovered, the following procedure will be implemented:

WSU Bankstown



excavation will cease in the vicinity of the discovery

the Principal Contractor will be informed immediately of the event

excavation should stop and a suitably experienced environmental consultant should undertake an assessment of any unexpected finds and determine any further actions required e.g. sampling and/or validation of material, potential for remediation and/or management

excavation will not recommence until the extent of the contamination has been assessed and, if necessary, additional controls have been implemented

the material will be separated from other materials and stockpiled for assessment

sampling of the materials will be undertaken in accordance with the relevant guidelines

samples will be analysed for a range of analytes as required

laboratory results will be assessed to determine the appropriate waste classification of the material

depending on the classification, material already excavated and stockpiled will be transported to an appropriate waste facility that is licensed to accept waste of the relevant classification or beneficially reused if appropriate.

Any unexpected finds should be documented in the validation report to be prepared at the completion of the work.

4.1.3 Accelerated Structure

To facilitate the concrete pumping for the whole project and opening up the work zone for other deliveries, Built will accelerate the north east ground floor slab area to accommodate a concrete pumping zone. These areas will be prioritised, leaving the suspended basement slabs behind which will be followed on upon the jumpform climbing past ground floor. Note an engineered structural steel solution for back propping over the pumping zone for level 1 will be required for pours up to level 4 to accommodate the above mentioned concrete pumping zone.

4.1.4 Tower Structure

The main tower levels will be constructed using table-form systems to the band and edge beams with Bondek infills for the slab areas.

The current planning for the tower structure is based upon a 6/7 day cycle. In order to achieve the 6/7 day cycle, the typical floor plate will be broken into 4 pours per floor for the basements to level 3, and 2 pours per floor for levels 4 – 14. Levels 15 – Roof will be single pours should continuity of the trades across the floor plate not be an issue.

The jump form system will be established with trailing shutters to include the north and southern fire stairs and will cycle ahead of the typical floors to a maximum of 4 levels above the lead deck. The advantage of including the fire stairs within the jump is in providing stretcher stair access to the working deck via the permanent fire stair within the core.

Our methodology anticipates using a table-form formwork system for the band beams that can be quickly recycled up the building. As the table-form system is recycled up the building, temporary

WSU Bankstown



propping will be installed and then progressively removed once the slabs have achieved required concrete strength.

Materials handling and concrete pumping will take place from the North side work zone and north east pumping zone mentioned above on the GF slab. The man and materials hoists can be used to supplement the tower cranes for material handling to the typical floor plates. Retractable loading platforms will be used and cycled up the building to allow the loading of materials during the structural and finishes stages. These platforms will be located on the northern elevation of the building to maximise the efficiency of the tower cranes loading and unloading operations.

4.1.5 Tower Façade

Once the building structure has sufficiently advanced, formwork stripped, and edge protection screens/scaffold stripped up to L6, the installation of the tower curtain wall will commence. Façade panels are loaded onto the floor plates on approved stillages through lifting onto loading platforms with the tower crane to transport them up the floors.

The main curtain wall will be installed using mobile lifting equipment and monorail beams, fixed off to brackets cast-in and post fixed (where required) into the structure. The use of hoists for material movement and lifting equipment/monorail beams for installation will free up the tower cranes for other activities. As the screens climb up the building, Workrite handrails will be installed below them to provide edge protection to the perimeter of the building, these will be removed by the façade contractor and loaded onto stillages to recycle as the curtain wall is installed.

Extract - Tower façade installation

WSU Bankstown



An important part of the process will be in the development review and approval of a façade prototype/VMU. It is planned that the VMU prototype be fast-tracked to avoid delays in the approval and sign-off of the tower façade manufacture. The ground floor façade shall also be a key focus in terms of procurement and stakeholder sign off.

Due to the complexity of the installation procedure to the underside of L15 – 19 cantilever, critical design reviews shall be used to establish and review key interfaces and design elements so that we can get the most buildable solution while maintaining the architectural intent.

The installation of the façade itself will be using lifting equipment/monorail beams along with mobile access equipment i.e. maeda, star 10’s etc… Built plans to install the façade using mobile access equipment, without the need for excessive birdcage scaffolding where possible. Certain areas such as the escalator void works will require scaffolding to complete works

Curtain wall installation with mobile lifting equipment.

WSU Bankstown



4.1.6 Key Milestone Dates

Main Works commencement 22nd March 2021

Ground floor slab pour 29th September 2021

Core structure top out 25 February 2022

Permanent power online 30th May 2022

Structure top-out (level 18) 30th May 2022

Façade Completion 28th September 2022

Project handover 12th October 2022

4.1.7 Separable Portions

The project has one effective handover date with 2 separable portions. One being the public domain and the other being the building. Once integrated fitout is awarded separable portions are to be re-assessed.

WSU Bankstown



5. MANAGEMENT SYSTEMS

5.1 Noise and Vibration Management

BUILT will implement work methods and controls to address the anticipated construction generated noise and vibration that will occur during the project and the measures to mitigate these incidences. A project specific Noise and Vibration Management Plan has been prepared by Acoustic Logic, see Appendix B. Noise and vibration generation activities that will occur during construction which may cause disruption to residents, businesses and the public may include the following:

Tower & mobile crane operations; Operation of generators and air compressors; Operation of concrete pumps and associated concrete delivery trucks; General truck movements in and around the site; Saw cutting, demolition and concrete core drilling

5.2 Site Safety Management

A stand-alone Project Safety Plan will be developed by BUILT to demonstrate the commitment of the project to Workplace Health & Safety (WHS). The plan is required to identify the scope of work to be undertaken, the hazards associated with the work and the risk assessment processes and risk control measures to be used in the execution of the plan. All site personnel, without exception, will be required to undergo a site-specific site induction that will encompass primarily safety, but also the general site rules and requirements. This will include aspects of all the management plans to be observed and in addition, will encourage the use of local public transport including buses and trains to minimize street parking by site workers. The objectives of the Site Safety Plan include the following:

Maintain lost time injury reporting and review positive performance indicators; Report all incidents and near misses and develop corrective action plans; Conduct Senior Management and WHS Group reviews; Develop required WHS resources;

WSU Bankstown



Formalise regular senior management reviews of WHS systems and implement relevant improvements;

Continually develop WHS systems, policies, procedures and WHS Plans to comply with statutory requirements and industry best practice;

Maintain an Audit Programme to comply with system’s requirements; Ensure all corrective actions and Non-Conformances are closed out; Meet or exceed the requirements of AS 4801 certification and Federal Safety

Commission accreditation; Adopt a zero-tolerance safety philosophy; Provide Safety Awareness and other appropriate WHS training; Continue to implement ongoing induction procedures on all projects; Hold regular Consultative Committee meetings, maintain minutes and record

actions; Issue Safety Alerts to all staff and other stakeholders according to requirements; Conduct weekly toolbox talks on site;

The plan requires that the project ensure that the key responsibilities are addressed by the Contractor to attain the above objectives.

A statement of responsibilities by the Contractor will identify who will be responsible for the following:

Undertake audits to ensure appropriate implementation of the WHS Plan occurs;

Coordinate WHS training;

Establish, implement and maintain procedures for controlling all relevant documents and data required;

Implement WHS matters in construction design and planning;

Make all reasonable endeavours to ensure that the WHS management system is established, implemented and maintained on the project;

Monitor and constantly review risk management to the site;

Ensure all High-Risk Work Method Statements have been received on site prior to the commencement of work;

Review all High-Risk Work Method Statements for their accuracy and relevance;

Review any safety incidents and where applicable prepare relevant incident reports, notifications and preventative actions;

Maintain the management of safety on site, including the setup of regular site safety inspections by a nominated WHS committee;

Administer the issue of Safety Non-Conformance Notices to companies or individuals not adhering to relevant safety standards;

WSU Bankstown



Make all reasonable endeavours to ensure safe work procedures and job safety analysis requirements are enforced;

Correct improper work practices;

Maintain good housekeeping practices;

Communicate, negotiate and listen effectively;

Review follow-up on non-compliant items from hazard inspections;

Monitor safety performance;

Review incident reports and investigations.

In addition, the plan will specifically address the following:

WHS training – identification of WHS training needs of all personnel, induction

training, refresher training, attendance of WHS committee personnel at consultation training etc;

Incident management – identifies who will be available during and outside normal working hours to prevent, prepare for, respond to and recover from illness/ injury and incidents;

Site safety rules – As a minimum will include induction and safety training, PPE, Site access and security, emergency procedures, illness and injury, protection of personnel and the public, work at elevated areas, safe working, hazardous materials and dangerous goods etc;

Safe Work Method Statements – All activities assessed as having high WHS risks require a SWMS to be prepared and implemented.

5.3 Waste Management

BUILT will prepare a project specific Waste Management Plan and implement the details described below as part of the Waste Management strategy to be adopted on the project to address the creation, disposal and minimization of waste created by the construction of the project and to ensure the effective disposal of such waste in accordance with all legislated requirements and to reach the re-use targets nominated in the project reports.

The objectives of the Waste Management Plan include the following:

Address the waste management requirements for the project; Specific attention to the identification, separation, collection and disposal of

environmental waste i.e. hazardous materials, asbestos etc;

WSU Bankstown



Waste minimisation from demolition and construction activities; Increase economic feasibility of the project through effective waste separation,

recycling and re-use measures.

All concrete, steel and metal will be recycled for re-use and along with other miscellaneous materials, will be recorded for compliance with the quantities set as targeted volumes documented in the Construction Waste Management Plan.

Separation of different demolition waste materials will be undertaken by the contractor and the process of removing all hazardous materials from the building and obtaining clearance certificates will ensure that such materials cannot be intermingled with non-hazardous demolition items. Preventing such contamination will ensure that the re-use is maximized.

All hazardous materials will be disposed of at licensed facilities approved to accept such goods and, along with the non-hazardous demolition materials, records will be kept tracking disposal location, vehicle details, quantities and the like. During construction, waste will be deposited into skip bins for disposal by licensed companies who will be engaged to sort and separate different materials off-site. This will also include the requirement for the disposal contractor to issue regular recycling reports to verify the proportion of re-use achieved from each bin. These reports, along with the disposal dockets, will be maintained in a register to quantify and verify all waste disposal details at the completion of the project. The main goal in construction will be to reduce the total volume of waste produced, which will be achieved by effective materials procurement, management and supply. Project managers, engineers, builders and subcontractors will play a key role in achieving on-site waste reduction targets on a day-to-day basis.

The following waste management measures will be undertaken during construction:

Disposal of waste that cannot be recovered, reused or recycled and requires land filling is to be safely recovered and disposed to licensed landfills;

All documentation of materials disposed, landfill receipts, contracts, waste plans, etc. will be retained and maintained to meet the data collection requirements of this project. Appropriate storage arrangements to guard against product degradation or damage from weathering or moisture are to be established;

Prefabricated materials are to be purchased where possible;

WSU Bankstown



Materials are to be delivered by suppliers only when needed. This reduces the opportunity for waste through error or change in estimate, permits on-site measurement rather than from drawings and provides for any modifications that the client may request;

Packaging is to be minimised for building supply materials; Litter management will be implemented on site to address air borne litter and

litter entering the storm water system. As well as updating and fulfilling the requirements of the Plan, specific requirements for consideration include:

If under any circumstances any material becomes contaminated so as to deem it unfit for recycling due to the practice of the contractor, the contractor will be liable for the cost of landfill for this material;

The contractor must provide notification of any asbestos or hazardous waste that is uncovered during the works. A time frame for the removal of this waste should also be provided;

Any contractor being used for recycling on this project must provide a facility/service license or similar certification within two weeks of tender and prior to proceeding with any site works;

Contractors w i l l b e held responsible if known hazardous waste is mixed with recyclables (e.g. contaminated concrete disposed with concrete to be recycled);

The contractor will be liable for any material that is unjustifiably ‘dumped’ or not dealt with as per the recycling schedule outlined in this report;

5.4 Environmental Management Plan

This plan has been developed by the Contractor to address the environmental issues that will occur during construction and will define the project scope, supporting documents and contacts including Council, Environmental Agency and emergency services. The objective of the plan is to identify the occurrences of activities that will, and may, occur during construction and the measures to mitigate these occurrences in accordance with the provisions of the Development Consent, Construction Certificate and relevant legislation. With an expectation that some form of hazardous materials will be experienced during the demolition process, appropriate investigations with certified contractors will be undertaken to ensure compliant removal and enclosure processes are adhered to.

WSU Bankstown



Environmental issues and controls that will occur during construction include the following:

Management of hazardous and dangerous materials; Noise and dust control (refer previous comments on this item); Storm water and sediment control (Refer to Appendix B: Construction Soil &

Water Management Plan (CSWMP) Waste disposal, reduction and recycling (refer to previous comments on this

item); Return of excess materials, cleaning of site and paths of delivery and exit; Other environmental related issues; Regular review, audit and reporting.

WSU Bankstown



6. APPENDICES A Construction Pedestrian and Traffic Management Plan – Prepared by Arup B Construction Soil & Water Management Plan (CSWMP) – Prepared by Warren

Smith & Partners

WSU Bankstown



APPENDIX A

Construction Pedestrian and Traffic Management Plan Prepared by Arup

Built Pty Ltd Bankstown City Campus SEARs (SSD 9831) - Construction Pedestrian and Traffic Management Plan

Issue | 16 March 2021

This report takes into account the particular instructions and requirements of our client.

It is not intended for and should not be relied upon by any third party and no responsibility is undertaken to any third party. Job number 263785

Arup Australia Pty Ltd ABN 76 625 912 665

Arup Level 5 151 Clarence Street Sydney NSW 2000 Australia www.arup.com


| Issue | 16 March 2021 | Arup \\GLOBAL.ARUP.COM\AUSTRALASIA\SYD\PROJECTS\263000\263785-00 WSU BANKSTOWN CAMPUS\WORK\INTERNAL\REPORT\BUILT\CPTMP\BCCD_CPTMP_FINAL.DOCX

Contents Page

1 Introduction 1

1.1 Background 1 1.2 CPTMP requirements 1

2 Description of proposed works 3

2.1 Location and site description 3 2.2 Description of the works 3 2.3 Vehicle types expected 5 2.4 Hours of operation 5

3 Proposed measures and impact 6

3.1 Truck routes and controls 6 3.2 Construction vehicle access and traffic staging plan 8 3.3 Construction traffic volumes 11 3.4 Pedestrian and cyclist access 11 3.5 Emergency vehicle access 11 3.6 Public transport 12 3.7 Construction worker parking 12 3.8 Concurrent construction projects 13

4 Consultation 15

5 Summary 16

Appendices

Appendix A

Construction Vehicle Access



Page 1

1 Introduction

1.1 Background This report details the Construction Pedestrian and Traffic Management Plan (CPTMP) for the Bankstown City Campus Development (BCCD). The project is a transformative project for the Bankstown CBD and from a transport and traffic perspective, will respond to improvements in public transport access that are planned with the introduction of Sydney Metro services from 2024.

This CPTMP responds to Consent Condition B17 for SSD 9831. The purpose of this CPTMP is to assess the proposed access and operation of construction traffic associated with the construction works only with respect to safety and capacity.

This CPTMP details the management needed to control construction traffic, while minimising effects on the surrounding developments and allowing for appropriate access at all times.

1.2 CPTMP requirements The CPTMP requirements as outlined in the project Conditions of Consent are included in Table 1 along with the section of this report where it has been responded.

Table 1: Consent Conditions CPTMP requirements

Requirement Section

Be prepared in consultation with Council and TfNSW (B17b) See section 4

Detail the measures that are to be implemented to ensure road safety and network efficiency during construction in consideration of potential impacts on general traffic, cyclists and pedestrians and bus services (B17c)

See section 3

Detail heavy vehicle routes, access and parking arrangements (B17d) See section 3.1, section 3.2 and section 3.3

Detail measures to prohibit construction vehicles from using Civic Drive, the BLaKC driveway, and the Appian Way (excluding areas within the site) (B17e)

See section 3.2

Prior to the commencement of construction, the Applicant must provide sufficient parking facilities on-site, including for heavy vehicles, to ensure that construction traffic associated with the development does not utilise public and residential streets or public parking facilities (B24)

See section 3.7

Prior to the commencement of construction, the Applicant must submit a Construction Worker Transportation Strategy (CWTS) to the satisfaction of the Certifier. The Strategy must detail the provision of sufficient parking facilities or other travel arrangements for construction workers in

See section 3.7



Page 2

Requirement Section order to minimise demand for parking in nearby public and residential streets, or public parking facilities and to ensure construction workers do not use the nearby ALDI carpark (B25)



Page 3

2 Description of proposed works

2.1 Location and site description The proposed site is located in Bankstown City Centre, north of Bankstown Station and west of Bankstown Central shopping centre (see Figure 1). The existing use of the site is at-grade car parking and green space.

The site is situated within the Canterbury-Bankstown Local Government Area (LGA) and is bounded by Bankstown Library and Knowledge Centre to the west, Bankstown Civic Tower to the east, Rickard Road to the north and Paul Keating Park to the south. It is well connected to the public transport network, with both a rail and bus interchange located within 400m of the site.

Figure 1: Site location of BCCD

2.2 Description of the works The proposed BCCD will have a GFA of approximately 29,266 m2. The building will be 19 levels above ground with two basement levels. A site plan of the BCCD is presented in Figure 2.

The primary use of the building will be for tertiary education (accommodating the relocation of WSU from their Milperra campus). The campus will also have ancillary retail.



Page 4

Figure 2: BBCD site plan Source: Lyons, 2021

The early works have commenced in mid-2020 with the main works proposed to commence in early 2021 to target a project completion date of late-2022.

Early site preparation works will be subject to a separate development application and assessed by Canterbury-Bankstown Council (Council). Early works not the subject of this CPTMP include:

Erection of site hoardings;

Demolition, including tree removal;

Bulk excavation;

Shoring, including temporary anchors;

Disconnection and/or diversion of services; and

A new lay-back along Rickard Road leading into Appian Way.

The proposed new layback between Rickard Road and The Appian Way will be constructed within the early works package so as to allow the safe manoeuvring of construction traffic into the site.

The timeline of the key construction works relating to the BCCD is presented in Table 2.



Page 5

Table 2: Timeline of construction works

Activity Start Date Finish Date

Early Works Mid 2020 End 2020

Main Works March 2021 Late 2022

2.3 Vehicle types expected

2.4 Hours of operation Main site working hours are governed by the SSDA consent conditions, which are as follows:

Mondays to Fridays inclusive: 7am–6pm

Saturdays: 8am–5pm

Sundays and public holidays: no work

Works may also be undertaken outside these hours where approvals are gained.



Page 6

3 Proposed measures and impact

3.1 Truck routes and controls The effective management of haulage operations is not only critical to the success of the project but is also necessary to minimise the impact on the road network and to maintain the safety of pedestrians.

Truck routes have been selected on the basis that trucks are to utilise state and regional roads first before travelling on local roads. The primary arrival and departure haulage routes are listed below and illustrated in Figure 3.

Primary arrival routes

From the north/south – via Stacey Street > Rickard Road

Primary departure routes

To the north – via Rickard Road > Chapel Road (outside of school hours) – via Rickard Road > Meredith Street (during school hours)

To the south – via Rickard Road > Chapel Road > Marion Street > Meredith Street -> Rickard Road -> Stacey Street.

Built

Pty

Ltd

Ba

nkst

own

City

Cam

pus

SEAR

s (S

SD 9

831)

- C

onst

ruct

ion

Pede

stria

n an

d Tr

affic

Man

agem

ent P

lan

| Is

sue

| 16

Mar

ch 2

021

| Aru

p \\G

LOBA

L.A

RU

P.C

OM

\AU

STR

ALA

SIA

\SYD

\PR

OJE

CTS

\263

000\

2637

85-0

0 W

SU B

ANK

STO

WN

CAM

PUS

\WO

RK

\INTE

RN

AL\R

EPO

RT\

BUIL

T\C

PTM

P\BC

CD

_CP

TMP_

FIN

AL.

DO

CX

Page

7

Fi

gure

3: T

ruck

arr

ival

and

dep

artu

re ro

utes

NORT

HERN

DEP

ARTU

RE R

OUT

E:

SOUT

HERN

DEP

ARTU

RE R

OUT

E:



Page 8

3.2 Construction vehicle access and traffic staging plan

Vehicular access to site to enable delivery of large plant, material and equipment will be through the northern boundary of the site, via Rickard Road.

This vehicular access will accommodate large material and plant deliveries including steel, concrete, external elements. Vehicles such as AS2890.2 19m Articulated Vehicles (AV), 12.5m Heavy Rigid Vehicles (HRV) and 8.8m Medium Rigid Vehicles (MRV) are expected to access the site. These include deliveries by semi-trailer, tabletop truck and concrete trucks respectively.

Smaller deliveries will also occur by smaller utility vehicles. The single-entry point will necessitate close monitoring and coordination of vehicular movements to ensure they do not encumber access for the adjoining properties and existing pedestrian thoroughfares.

The proposed construction methodology ensures that the basement and tower will be constructed without affecting access to the existing Bankstown Library and Knowledge Centre laneway and The Appian Way from Rickard Road. Vehicle access will be managed by traffic controllers and may have expandable barriers to control pedestrian activity.

Large AVs and HRVs will enter from the eastern Rickard Road driveway, remain in the hoisting/lifting zone and continue out through the western Rickard Road driveway.

Concrete trucks will access the site considering two different approaches:

Approach 1 (Rickard road frontage closed): Concrete trucks will enter the site via the Rickard Road entrance and continue into the hoisting/lifting zone before reversing into the concrete pumping zone. Once pumping is complete, concrete trucks will exit via the Rickard Road entry point (to allow simultaneous loading to occur at the hoisting/lifting zone). In this approach, the whole area in front of the site, including the footpath, will be used. The footpath on Rickard Road is already closed in association with the early works. With this approach, the Contractor will provide enhanced pedestrian measures when compared to the current temporary arrangement.

Approach 2 (maintaining the pedestrian footpath at the site frontage): One of the concrete trucks will directly reverse into the site via Rickard Road. certified traffic controllers are to be in place at site access and egress point to stop Rickard Road's traffic for this manoeuvre. The other truck will enter the site via Rickard Road entrance and continue into the hoisting/lifting zone before reversing into the concrete pumping zone.

The recommended access and egress routes (approach 1) and associated traffic management is presented in Figure 4 below.

A swept path of the vehicle accesses for both approaches is included in Appendix A. A 19m AV has been used as the design vehicle.



Page 9

Figure 4: Construction access and egress route Source: Built, 2021

Other key points in relation to construction vehicle access include:

As much as possible, truck movements to and from the site will be scheduled to minimise traffic disruption in the surrounding road network;

Oversized vehicles will be transported to/from the site in strict accordance with Transport for NSW (TfNSW) guidelines and Council requirements to minimise traffic disruption during normal business hours;

The designated haulage routes will be communicated to all truck drivers to ensure truck movements to/from the site are as efficient as possible;

The loading and unloading of trucks would be planned to ensure each individual truck haulage capacity is fully utilised reducing the number of truck movements;

The need for construction vehicle marshalling areas outside of the site will be determined closer to the time of construction when there is more detailed information available regarding the origin of construction vehicle trips. If required, potential areas will be identified, and their suitability discussed with the relevant stakeholders;



Page 10

All delivery vehicles associated with the site will be parked wholly within the site in designated off-street parking areas. Construction vehicles associated with the subject site must not park in any on-street parking spaces; and

On-site parking would not be made available for construction workers. Workers would be encouraged to use public transport when travelling to/from the site, hence minimizing traffic impacts on the surrounding road network.

In terms of traffic staging and pedestrian access, the following has been considered:

Considering the first approach (Rickard road frontage closed) outlined above, temporary closure of the footpath on the southern side of Rickard Road (i.e. diversion of pedestrians to the northern side of Rickard Road via the adjacent signalised pedestrian crossings). Once the footpath is re-opened, pedestrian access along both sides of Rickard Road will be maintained. Jacobs Street, The Appian Way and along the northern boundary of Paul Keating Park will remain open to pedestrians throughout the construction programme;

Continued vehicle access to the Bankstown Library and Knowledge Centre car park;

Continued function of The Appian Way for both vehicles and pedestrians;

Continued access to Civic Drive, including vehicle access to the Council car park and any remaining parking spaces;

Traffic controllers will ensure the safe interaction between pedestrians and construction vehicles at the following locations. If required, expandable barriers will be in place at these locations to temporarily hold pedestrians while construction vehicles are entering and exiting only

At the site entry (at Rickard Road) At the exit from site (at Rickard Road)

Traffic control plans will be prepared by the Traffic Control Contractor once appointed.



Page 11

3.3 Construction traffic volumes It is anticipated that the site will generate approximately 75 trucks per day during peak activity which equates to approximately 8 vehicles per hour over the course of the day, including during peak times.

During other construction stages, the vehicle generation is expected to be approximately 40 trucks per day.

The busiest period in terms of construction traffic volumes is likely to be during construction of the structure when arrival of concrete agitator trucks are heavily scheduled. This has been allowed for above in the peak activity.

Occasionally larger vehicles may need to access the site for specific purposes (e.g. delivery of cranes etc.). These types of movements will be infrequent and will be planned to occur outside of peak traffic periods with limited lifting operations on weekends. These operations would be subject to a separate application for partial road closure with TfNSW, Council and emergency services, as required, where a Road Occupancy Licence will be issued.

3.4 Pedestrian and cyclist access It is proposed to maintain pedestrian and cycle access on all streets surrounding the site, with the exception of the footpath on the southern side of Rickard Road in the first approach (temporarily). TfNSW accredited traffic controllers are proposed to guide pedestrians to adjacent pedestrian crossings to then use the footpath on the northern side of Rickard Road instead.

When the southern footpath re-opens, expandable barriers will be in place at the entry and exit points to the site to temporarily hold pedestrians while construction vehicles are entering and exiting only. This will improve the safety of these driveways and ensure pedestrians are not crossing as vehicles enter or exit.

Existing pedestrian crossing facilities are to be maintained at all nearby signalized intersections and mid-block locations on Jacobs Street and Chapel Road. Pedestrian access on all sides of the site are maintained, this includes The Appian Way, Paul Keating Park footpath and the Bankstown Library and Knowledge Centre laneway.

Suitable signage including “Watch for Pedestrians” signs will be provided at egress points for construction vehicles to maintain pedestrian safety when pedestrians travel across the proposed vehicular crossings.

3.5 Emergency vehicle access Access to the site and neighbouring sites by emergency vehicles will not be affected by the works as the main roads and footpath frontage will be unaffected. Emergency protocols on the site will include a requirement for suitably accredited site personnel to assist with emergency access from the street.



Page 12

Contact shall be maintained with the police and emergency services agencies throughout construction and a 24-hour contact would be made available for 'out of hours' emergencies and access.

3.6 Public transport No changes to bus stops or services are proposed during the BCCD construction activities. Changes are, however, anticipated as part of the Sydney Metro works due to need for rail replacement services. A summary of Temporary Transport Plan is presented in Figure 5.

The temporary transport bus stops would use areas that are currently allocated car parking, bus layovers, loading zones and special events bus zones.

The construction methodology takes into consideration any impacts of the Sydney Metro works.

Figure 5: Bankstown Temporary Transport Plan Source: Sydney Metro City and Southwest EIS (Sydenham to Bankstown)

3.7 Construction worker parking A key consideration of the development is the potential increase in vehicle parking during the construction works. In general, no parking will be provided for construction workers and visitors to the site. Given parking is restricted in surrounding streets and the site’s proximity to several buses and Bankstown train station, it is expected most workers will travel by public transport to the site. This is common for construction sites adjacent to major transport interchanges, given workers will be able to store their tools on-site. A detailed consultation process



Page 13

between Walker and CBC has been underway for permissible access for construction worker parking within the Council-owned Meredith Street car park. These recommendations will form part of the construction worker induction process.

3.8 Concurrent construction projects

3.8.1 Sydney Metro The main construction works taking place within 400m of the site will be the Sydney Metro works. The proposed construction haulage routes into the sites to be used during the Metro construction works are presented in Figure 6. Stacey Street is identified as the primary Haulage Route, with Rickard Road and Meredith Street as secondary routes.

The Sydney Metro City and Southwest Environmental Impact Statement (EIS) anticipates that 10 heavy and 10 light vehicles would be generated in the AM and PM peak hours.

While the BCCD project also uses Stacey Street and Rickard Road as the primary haulage route, the cumulative peak period volumes will not be significant, and no issues are anticipated given the additional capacity to be added to Stacey Street as part of the TfNSW Pinch Point Program.

Figure 6: Metro construction routes Source: Sydney Metro City and Southwest EIS (Sydenham to Bankstown)

In addition to the construction traffic volumes generated by the Sydney Metro works, temporary road and lanes closures will occur at the following locations:

Stacey Street Overbridge (6 months of weekend works (half-lane closures) and 4 weeks of half lane closures);



Page 14

North Terrace to South Terrace Underbridge (6 months of weekend works (half-lane closures) and 4 weeks of half lane closures); and

Chapel Road Overbridge (no lane closures).

Sydney Metro will also be implementing a comprehensive Temporary Transport Plan during rail line possession works which will include temporary rail services, temporary bus services and supporting infrastructure.

3.8.2 Bankstown Central A transformative redevelopment of the Bankstown Central shopping centre has been announced by the owners, Vicinity Centres, however as no development application has been submitted to date, the cumulative impact of any construction activities cannot be considered.

3.8.3 Bankstown Complete Streets The Bankstown Complete Streets project has been developed in response to growing traffic congestion issues and looks to promote active transport and public transport as a way to move large volumes of people (mass transit) safely to and within the Bankstown CBD.

The Bankstown Complete Streets project was adopted by Council on October 22, 2019, following public consultation. It will be progressively implemented over the next 20 years.

Of the projects having ‘high priority’, the conversion of The Appian Way to a shared space between Bankstown Station and Rickard Road is identified as being a number 1 priority. The northern portion of the works on The Appian Way will be delivered as part of the BCCD works. This will create a strong link between the BCCD and the train / metro station.



Page 15

4 Consultation Early consultation on the principals of the CPTMP was undertaken by the Principal (Walker) with a number of stakeholders which include:

Canterbury-Bankstown Council; and

Transport for New South Wales (TfNSW).

Formal consultation of the draft CPTMP with Council was undertaken on 12 March 2021 with the Contractor and key contacts between both parties have been established. Consultation will continue throughout the site establishment phases of the project.

Walker and CBC have an agreed access license regarding site surrounds and Council’s neighbouring properties.



Page 16

5 Summary This CPTMP has been prepared for the construction of the Bankstown City Campus Development. Key features of the plan are summarised below:

The proposed construction vehicle access is at the northern boundary of the site, via Rickard Road (entry and exit – one-way route). This arrangement minimizes disturbances to existing accesses;

Initially, no on-site parking will be provided for construction staff. Construction staff will be encouraged to use public transport. Any staff driving will need to avail of public parking in the surrounding area; A detailed consultation process between Walker and CBC has been underway for permissible access for construction worker parking within the Council-owned Meredith Street car park. This agreement, along with the encouragement to use public transport, will be recommended during the construction worker induction process.;

The access road to the Bankstown Library Knowledge Centre and The Appian Way/Civic Drive will continue to be operational as per the existing situation (subject to the appointed Contractors staging and methodology). Appropriate approvals will be obtained during public domain works;

If the first approach is accepted to proceed, temporary closure of the footpath on the southern side of Rickard Road is required to facilitate concrete truck access;

TfNSW certified traffic controllers are proposed be in place at site access and egress point to ensure the safe interaction of pedestrians and construction traffic; and

Construction vehicle traffic generation is expected to be approximately 75 trucks per day during the peak construction stages and 8 trucks per hour. This reduces to approximately 40 trucks per day during other stages.

Appendix A

Construction Vehicle Access

Option 1 the alternate footpath strategy around the site with

Rickard road frontage closed to permit vehicles manoeuvring within the site

FIRE

STA

IR 1

1.G.S1

FIRE

STA

IR 4

1.G.S4

SUBS

TATION

1.G.25

FIRE

STA

IR 3

1.G.S3

FHR

1.G.01B

FIRE STAIR 51.G.S5

1A31-0

2

HYDR

AUL

IC1.G

.R3

DIESEL FUEL POINT1.G.R6

RISE

R1.G

.R5

FEMALE

WC

1.G.14

RETA

IL F

&B

TENA

NCY

1.G.04

RETA

IL F

&B

TENA

NCY

1.G.27

MUL

TIPU

RPOS

ETIER

EDTH

EATR

E

3A31-3

0

6A31-3

0

2A31-4

0

FIRE

STA

IR 7

1.G.S7

1A32

-02

4A31-3

0

ELEC

TRICAL

1.G.01C

FIRE

STA

IR 2

1.G.S2

LIFT

31.G

.L3

? ?

LIFT

11.G

.L1

LIFT

51.G

.L5

LIFT

61.G

.L6

LIFT

71.G

.L7

LIFT

81.G

.L8

FFL. 2

4.60

0

LIFT

41.G

.L4

ELECTRICAL1.G.01K

FUEL

MSS

B.1.G

.01A

1A32

-01

1A32

-04

1

1.G.01A

D1

1.G.01B

D1

1.G.01C

D1

1.G.01D

D1

1.G.01J

D1

1.G.S7

D2

1.G.S3

D1

1.G.S7

D1

1.G.S5

D1

1.G.R6

D1

1.G.S6

D1

1.G.01

D2

1.G.26

D2

1.G.26

D1

1.G.27

D1

1.G.25

D21.G.25

D31.G.25

D4

1.G.01

D3

1.G.01

D4

SSL

2526

3

F.ST

1

F.ST

1

2A32

-01

1.G.25

D1

ELEC

TRICAL

1.G.01D

1.G.01

D1

SSL. 2

4.85

0

FFL. 2

5.00

0

FIRE

CON

TROL

ROO

M1.G

.26

RL. 25

.700

COMMS.

1.G.01H

SECU

RITY

1.G.01G

EXHA

UST

SSL. 2

5.62

0

SSL. 2

5.62

0

SSL. 2

5.62

0

ELECTRICAL1.G.01J

FFL. 2

5.53

0

SSL. 2

4.73

0

RL. 25

.555

RL. 25

.580

SSL. 2

5.58

5

SSL. 2

5.65

0SSL. 2

5.58

5

1:106

1:331:33

FFL. 2

5.75

0

FFL. 2

5.69

0

FFL. 2

5.70

0

SSL. 2

5.48

0

RL. 25

.480

COMMS.

1.G.01E

SECU

RITY

1.G.01F

FFL. 2

5.68

0

FFL. 2

5.70

0

FHR

1.G.01I

LIFT

LOB

BY1.G

.01

UNIVER

SITY

/EDU

CATION

USE

1.G.21

"UNIVER

SITY

STR

EET"

1.G.01

APPIA

N WAY

LOBB

Y1.G

.01

CHANG

ING

PLACE

S FA

CILITY

1.G.15

SSL. 2

4.55

0SSL. 2

4.95

0

SSL. 2

4.55

0

F.ST

1

FFL. 2

4.70

0

FFL. 2

4.70

5

FFL. 2

4.66

0

FFL. 2

4.70

5

FFL. 2

4.60

2

1.G.S4

D1

1.G.25

D5

FFL. 2

5.70

0

FFL. 2

5.70

0

AV - Articula

ted Vehicle

AV - Articula

ted Vehicle

AV - Articula

ted Vehicle

AV - Articula

ted Vehicle

MRV - Medium Rigid Vehicle

MRV - Med

ium Rigid V

ehicle


MRV - Med

ium Rigid V

ehicle

AV - Articula

ted Vehicle

AV - Articula

ted Vehicle

AV - Articula

ted Vehicle

AV - Articula

ted Vehicle

AV - Articula

ted Vehicle

Pedestrian Fo

otpath

12m

@ th

e ke

rb li

ne

11m

@ K

erb

line

A3A

1

BC

DE

FG

2 3 4 5 6

Job

No

Dra

win

g St

atus

Dis

cipl

ine

Scal

e at

A3

Dra

win

g N

oIs

sue

Dra

win

g Ti

tle

Job

Title

Clie

nt

Issu

eD

ate

ByC

hkd

Appd

Do

not s

cale

© A

rup

SKT001

B263785-00

1:30

0

Draft

Tran

spor

t

Con

stru

ctio

n ve

hicl

e ac

cess

WSU

BC

C

Built

Arup

, Lev

el 5

, 151

Cla

renc

e St

reet

Sydn

ey, N

SW, 2

000

Tel +

61(0

2)93

20 9

320

Fax

+61

(02)

9320

932

1w

ww

.aru

p.co

m.a

u//

A12

0820

SZJT

JT

For I

nfor

mat

ion

Des

ign

Vehi

cle(

s)300m

m E

nvel

ope

Body

Env

elop

eLe

gend

600m

m E

nvel

ope

Whe

el E

nvel

ope

13.7

8.3

Max

72°

Hor

izM

ax 6

° Ver

t

8.1

1.4

1.4

1.5

6.6

1.6

4.7

1.4

AV -

Artic

ulat

ed V

ehic

leO

vera

ll Le

ngth

19.0

00m

Ove

rall

Wid

th2.

500m

Ove

rall

Body

Hei

ght

4.30

1mM

in B

ody

Gro

und

Cle

aran

ce0.

418m

Trac

k W

idth

2.50

0mLo

ck to

Loc

k Ti

me

6.00

sec

Cur

b to

Cur

b Tu

rnin

g R

adiu

s12

.500

m

//

B03

0321

LKSZ

SZ

FIRE

STA

IR 1

1.G.S1

FIRE

STA

IR 4

1.G.S4

FHR

1.G.01B

1A31-0

2

RETA

IL F

&B

TENA

NCY

1.G.27

2A31-4

0

1A32

-02

ELEC

TRICAL

1.G.01C

LIFT

31.G

.L3

? ?

LIFT

51.G

.L5

LIFT

61.G

.L6

LIFT

71.G

.L7

LIFT

81G

L8

LIFT

41.G

.L4

FUEL

MSS

B.1.G

.01A

1A32

-01

1.G.01A

D1

1.G.01B

D1

1.G.01C

D1

1.G.01D

D1

1.G.01

D2

1.G.26

D2

1.G.26

D1

1.G.27

D1

1.G.01

D3

F.ST

1

2A32

-01

1.G.25

D1

ELEC

TRICAL

1.G.01D

1.G.01

D1

FFL. 2

5.00

0

FIRE

CON

TROL

ROO

M1.G

.26

RL. 25

.700

SSL. 2

5.62

0

SSL. 2

5.62

0

SSL. 2

5.62

0

5.58

0

SSL. 2

5.58

5

SSL. 2

5.65

0SSL. 2

5.58

5

1:106

1:331:33

FFL. 2

5.75

0

FFL. 2

5.69

0

FFL. 2

5.70

0

480

COMMS.

1.G.01E

SECU

RITY

1.G.01F

FFL. 2

5.68

0

FFL. 2

5.70

0

LIFT

LOB

BY1.G

.01

UNIVER

SITY

/EDU

CATION

USE

1.G.21

"UNIVER

SITY

STRE

ET"

APPIA

NWAY

G PL

ACE

S FA

CILITY

1.G.15

SSL. 2

4.95

0

FFL. 2

5.70

0

FFL. 2

5.70

0

8x4 Concre

te agitator

8x4 Concre

te agitator

8x4 Concre

te agitator

8x4 Concre

te agitator

8x4 Concre

te agitator

8x4 Concrete agitator

AV - Articula

ted Vehicle

AV - Articula

ted Vehicle

8x4 Concre

te agitator

8x4 Concre

te agitator

8x4 Concre

te agitator

8x4 Concre

te agitator

8x4 Concre

te agitator


12m

@ th

e ke

rb li

ne

Pedestrian

Footpath

A3A

1

BC

DE

FG

2 3 4 5 6

Job

No

Dra

win

g St

atus

Dis

cipl

ine

Scal

e at

A3

Dra

win

g N

oIs

sue

Dra

win

g Ti

tle

Job

Title

Clie

nt

Issu

eD

ate

ByC

hkd

Appd

Do

not s

cale

© A

rup

SKT002

D263785-00

1:20

0

Draft

Tran

spor

t

Con

stru

ctio

n ve

hicl

e ac

cess

Rec

omm

ende

d O

ptio

n

WSU

BC

C

Built

Arup

, Lev

el 5

, 151

Cla

renc

e St

reet

Sydn

ey, N

SW, 2

000

Tel +

61(0

2)93

20 9

320

Fax

+61

(02)

9320

932

1w

ww

.aru

p.co

m.a

u//

A12

0820

SZJT

JT

For I

nfor

mat

ion

Des

ign

Vehi

cle(

s)300m

m E

nvel

ope

Body

Env

elop

eLe

gend

600m

m E

nvel

ope

Whe

el E

nvel

ope

//

B03

0321

LKSZ

SZ

9

1.9

1.9

31.

35

8x4

Con

cret

e ag

itato

rO

vera

ll Le

ngth

9.00

0mO

vera

ll W

idth

2.60

0mO

vera

ll Bo

dy H

eigh

t3.

965m

Min

Bod

y G

roun

d C

lear

ance

0.29

6mTr

ack

Wid

th2.

500m

Lock

-to-lo

ck ti

me

4.00

sC

urb

to C

urb

Turn

ing

Rad

ius

10.5

00m

//

C09

0321

LKSZ

SZ

//

D11

0321

LKSZ

SZ

Option 2

halting traffic to permit concrete trucks reversing into gate 1 and maintaining the footpath

throughout the project

FIRE

STA

IR 1

1.G.S1

FIRE

STA

IR 4

1.G.S4

SUBS

TATION

1.G.25

FIRE

STA

IR 3

1.G.S3

FHR

1.G.01B

FIRE STAIR 51.G.S5

1A31-0

2

HYDR

AUL

IC1.G

.R3

DIESEL FUEL POINT1.G.R6

RISE

R1.G

.R5

FEMALE

WC

1.G.14

RETA

IL F

&B

TENA

NCY

1.G.04

RETA

IL F

&B

TENA

NCY

1.G.27

MUL

TIPU

RPOS

ETIER

EDTH

EATR

E

3A31-3

0

6A31-3

0

2A31-4

0

FIRE

STA

IR 7

1.G.S7

1A32

-02

4A31-3

0

ELEC

TRICAL

1.G.01C

FIRE

STA

IR 2

1.G.S2

LIFT

31.G

.L3

? ?

LIFT

11.G

.L1

LIFT

51.G

.L5

LIFT

61.G

.L6

LIFT

71.G

.L7

LIFT

81.G

.L8

FFL. 2

4.60

0

LIFT

41.G

.L4

ELECTRICAL1.G.01K

FUEL

MSS

B.1.G

.01A

1A32

-01

1A32

-04

1

1.G.01A

D1

1.G.01B

D1

1.G.01C

D1

1.G.01D

D1

1.G.01J

D1

1.G.S7

D2

1.G.S3

D1

1.G.S7

D1

1.G.S5

D1

1.G.R6

D1

1.G.S6

D1

1.G.01

D2

1.G.26

D2

1.G.26

D1

1.G.27

D1

1.G.25

D21.G.25

D31.G.25

D4

1.G.01

D3

1.G.01

D4

SSL

2526

3

F.ST

1

F.ST

1

2A32

-01

1.G.25

D1

ELEC

TRICAL

1.G.01D

1.G.01

D1

SSL. 2

4.85

0

FFL. 2

5.00

0

FIRE

CON

TROL

ROO

M1.G

.26

RL. 25

.700

COMMS.

1.G.01H

SECU

RITY

1.G.01G

EXHA

UST

SSL. 2

5.62

0

SSL. 2

5.62

0

SSL. 2

5.62

0

ELECTRICAL1.G.01J

FFL. 2

5.53

0

SSL. 2

4.73

0

RL. 25

.555

RL. 25

.580

SSL. 2

5.58

5

SSL. 2

5.65

0SSL. 2

5.58

5

1:106

1:331:33

FFL. 2

5.75

0

FFL. 2

5.69

0

FFL. 2

5.70

0

SSL. 2

5.48

0

RL. 25

.480

COMMS.

1.G.01E

SECU

RITY

1.G.01F

FFL. 2

5.68

0

FFL. 2

5.70

0

FHR

1.G.01I

LIFT

LOB

BY1.G

.01

UNIVER

SITY

/EDU

CATION

USE

1.G.21

"UNIVER

SITY

STR

EET"

1.G.01

APPIA

N WAY

LOBB

Y1.G

.01

CHANG

ING

PLACE

S FA

CILITY

1.G.15

SSL. 2

4.55

0SSL. 2

4.95

0

SSL. 2

4.55

0

F.ST

1

FFL. 2

4.70

0

FFL. 2

4.70

5

FFL. 2

4.66

0

FFL. 2

4.70

5

FFL. 2

4.60

2

1.G.S4

D1

1.G.25

D5

FFL. 2

5.70

0

FFL. 2

5.70

0

11m

@ F

ootp

ath

boun

dary AV - A

rticulated V

ehicleAV - A

rticulated V

ehicle

10m

@ F

ootp

ath

boun

dary

Pedestrian Fo

otpath

AV - Articula

ted Vehicle

AV - Articula

ted Vehicle

AV - Articula

ted Vehicle

AV - Articula

ted Vehicle


MRV - Med

ium Rigid V

ehicle


MRV - Med

ium Rigid V

ehicle

AV - Articula

ted Vehicle

AV - Articula

ted Vehicle

AV - Articula

ted Vehicle

AV - Articula

ted Vehicle

AV - Articula

ted Vehicle

A3A

1

BC

DE

FG

2 3 4 5 6

Job

No

Dra

win

g St

atus

Dis

cipl

ine

Scal

e at

A3

Dra

win

g N

oIs

sue

Dra

win

g Ti

tle

Job

Title

Clie

nt

Issu

eD

ate

ByC

hkd

Appd

Do

not s

cale

© A

rup

SKT003

B263785-00

1:30

0

Draft

Tran

spor

t

Con

stru

ctio

n ve

hicl

e ac

cess

WSU

BC

C

Built

Arup

, Lev

el 5

, 151

Cla

renc

e St

reet

Sydn

ey, N

SW, 2

000

Tel +

61(0

2)93

20 9

320

Fax

+61

(02)

9320

932

1w

ww

.aru

p.co

m.a

u//

A12

0820

SZJT

JT

For I

nfor

mat

ion

Des

ign

Vehi

cle(

s)300m

m E

nvel

ope

Body

Env

elop

eLe

gend

600m

m E

nvel

ope

Whe

el E

nvel

ope

13.7

8.3

Max

72°

Hor

izM

ax 6

° Ver

t

8.1

1.4

1.4

1.5

6.6

1.6

4.7

1.4

AV -

Artic

ulat

ed V

ehic

leO

vera

ll Le

ngth

19.0

00m

Ove

rall

Wid

th2.

500m

Ove

rall

Body

Hei

ght

4.30

1mM

in B

ody

Gro

und

Cle

aran

ce0.

418m

Trac

k W

idth

2.50

0mLo

ck to

Loc

k Ti

me

6.00

sec

Cur

b to

Cur

b Tu

rnin

g R

adiu

s12

.500

m

//

B03

0321

LKSZ

SZ

Pede

stria

n Fo

otpa

th

FIRE

STA

IR 1

1.G.S1

FIRE

STA

IR 4

1.G.S4

FHR

1.G.01B

1A31-0

2

RETA

IL F

&B

TENA

NCY

1.G.27

2A31-4

0

1A32

-02

ELEC

TRICAL

1.G.01C

LIFT

31.G

.L3

? ?

LIFT

51.G

.L5

LIFT

61.G

.L6

LIFT

71.G

.L7

LIFT

81G

L8

LIFT

41.G

.L4

FUEL

MSS

B.1.G

.01A

1A32

-01

1.G.01A

D1

1.G.01B

D1

1.G.01C

D1

1.G.01D

D1

1.G.01

D2

1.G.26

D2

1.G.26

D1

1.G.27

D1

1.G.01

D3

F.ST

1

2A32

-01

1.G.25

D1

ELEC

TRICAL

1.G.01D

1.G.01

D1

FFL. 2

5.00

0

FIRE

CON

TROL

ROO

M1.G

.26

RL. 25

.700

SSL. 2

5.62

0

SSL. 2

5.62

0

SSL. 2

5.62

0

5.58

0

SSL. 2

5.58

5

SSL. 2

5.65

0SSL. 2

5.58

5

1:106

1:331:33

FFL. 2

5.75

0

FFL. 2

5.69

0

FFL. 2

5.70

0

480

COMMS.

1.G.01E

SECU

RITY

1.G.01F

FFL. 2

5.68

0

FFL. 2

5.70

0

LIFT

LOB

BY1.G

.01

UNIVER

SITY

/EDU

CATION

USE

1.G.21

"UNIVER

SITY

STRE

ET"

APPIA

NWAY

G PL

ACE

S FA

CILITY

1.G.15

SSL. 2

4.95

0

FFL. 2

5.70

0

FFL. 2

5.70

0

8x4 Concre

te agitator

8x4 Concre

te agitator

8x4 Concre

te agitator

8x4 Concre

te agitator

8x4 Concre

te agitator

8x4 Concrete agitator8x4 Concrete agitator


8x4 Concre

te agitator

8x4 Concre

te agitator

8x4 Concre

te agitator

8x4 Concre

te agitator

8x4 Concre

te agitator


MRV - Med

ium Rigid V

ehicleMRV

- Medium R

igid Vehicle

5.5m

@ F

ootp

ath

boun

dary

Pedestrian

Footpath

10m

@ F

ootp

ath

boun

dary

A3A

1

BC

DE

FG

2 3 4 5 6

Job

No

Dra

win

g St

atus

Dis

cipl

ine

Scal

e at

A3

Dra

win

g N

oIs

sue

Dra

win

g Ti

tle

Job

Title

Clie

nt

Issu

eD

ate

ByC

hkd

Appd

Do

not s

cale

© A

rup

SKT004

D263785-00

1:20

0

Draft

Tran

spor

t

Con

stru

ctio

n ve

hicl

e ac

cess

WSU

BC

C

Built

Arup

, Lev

el 5

, 151

Cla

renc

e St

reet

Sydn

ey, N

SW, 2

000

Tel +

61(0

2)93

20 9

320

Fax

+61

(02)

9320

932

1w

ww

.aru

p.co

m.a

u//

A12

0820

SZJT

JT

For I

nfor

mat

ion

Des

ign

Vehi

cle(

s)300m

m E

nvel

ope

Body

Env

elop

eLe

gend

600m

m E

nvel

ope

Whe

el E

nvel

ope

//

B03

0321

LKSZ

SZ

9

1.9

1.9

31.

35

8x4

Con

cret

e ag

itato

rO

vera

ll Le

ngth

9.00

0mO

vera

ll W

idth

2.60

0mO

vera

ll Bo

dy H

eigh

t3.

965m

Min

Bod

y G

roun

d C

lear

ance

0.29

6mTr

ack

Wid

th2.

500m

Lock

-to-lo

ck ti

me

4.00

sC

urb

to C

urb

Turn

ing

Rad

ius

10.5

00m

Pede

stria

n Fo

otpa

th

//

C09

0321

LKSZ

SZ

//

D11

0321

LKSZ

SZ

WSU Bankstown

Western Sydney Uni Bankstown Page 44 of 45


APPENDIX B

Construction Soil & Water Management Plan (CSWMP) Prepared by Warren Smith & Partners This plan has been prepared to address each of the items outlined in the DA Consent below (Condition B20) The Applicant must prepare a Construction Soil and Water Management Plan (CSWMP) and the plan must address, but not be limited to, the following (a) be prepared by a suitably qualified expert, in consultation with Council; (b) describe all erosion and sediment controls to be implemented during construction; (c) provide a plan of how all construction works will be managed in a wet-weather events (i.e. storage of equipment, stabilisation of the Site); (d) detail all off-Site flows from the Site; (e) prepared in accordance with the publication Managing Urban Stormwater: Soils & Construction (4th edition, Landcom 2004) commonly referred to as the ‘Blue Book; and (f) describe the measures that must be implemented to manage stormwater and flood flows for small and large sized events, including, but not limited to 1 in 1-year ARI, 1 in 5-year ARI and 1 in 100-year ARI).

FIRE

STA

IR 1

30D40U3

FIRE

STA

IR 2

30D40U4

FIRE

STA

IR 5

30D40U7

ELEC

TRICAL

1.B2.01A

ELECTRICAL

COMMS.

1.B2.01C

LIFT

830D

40N:

COMMS.

LIFT

430D

40N

FUEL

1.B2.R2

HYDR

AUL

IC1.B

2.R1

ELEC

TRICAL

1.B2.01B

PEDE

STRI

AN PA

THPE

DEST

RIAN

PATH

1

13

12

26

33

3438

3944

455557 65

PEDE

STRI

AN PA

TH

3

UUN0"3:024

2

UUN0"3:024

2

UUN0"3:024

2

27

SECU

RITY

772"ENGCT"URRN"CKT"RNGPO

522"ENGCT"RNGPO

22"E

NGCT"

RNGP

O

22"E

NGCT"

RNGP

O

22"ENG

CT"RNGP

O

22"ENGCT"RNGPO

22"ENGCT"RNGPO

UUN0"3:024

2

GREA

SE IN

T ROO

M

SUPP

LY A

IR P

LANT

ROO

M30D

402

GREA

SE INT

. RO

OM30D

4024

DIES

EL T

ANK

30D4025

LIFT

LOB

BY30D

4023

UUN0"3:024

2

FHR

ELECTRICAL

SECU

RITY

1.B2.01D

STOR

E BY W

SUFIT

OUT

H0GR

3

H0GR

3

H0GR

3

H0R

3

H0R

3

H0R

3

H0R

3

H0R

3

H0R

3

UUN0"3:0392

UUN0"3:024

2

1

6

2110

410

510

610

710

8

144

150

151

152

153

154

155

BH

24

24

24

24

24

24

24

2424

24

24

24

25

25

25

25

25

25

2526

26

2525

26.1

5526.0

51

(B)

(E)

(A)

(A)

(E)

(P)

(P)

(Q)

WR

WR

WH

?

?

?

SLH

SLH

SLH

SLH

SLH

SLH

SLHS

LH

GAT

GAT

EJB

EJB

BIN

2525

2525

X

XX

X

XX

XXXXX

X X X X X

XX

XX

X

X

XX

XX

X

XXXXXXXX

X X X X X X X X

XX

X X X

X X X X X X X

X

XX

X

XX

X

XX

X

X X

X

XX

X

X X

X

XX

X

X X

XX

XX

X

X

XX

XX

X

XX

XX

X

X

XX

XX

X

XX

XX

X

X

XX

XX

X

X

XX

X

XX

XX

XX

XX

X

MIN

IMU

M H

OA

RD

ING

(1%

FLO

OD

) LE

VE

L24

.45m

AH

D

MIN

IMU

M H

OA

RD

ING

LEV

EL

(1%

FLO

OD

)25

.50m

AH

D

MIN

IMU

M H

OA

RD

ING

LEV

EL

(1%

FLO

OD

)25

.50m

AH

D

MIN

IMU

M H

OA

RD

ING

LEV

EL

(1%

FLO

OD

)25

.70m

AH

D

MIN

IMU

M H

OA

RD

ING

LE

VE

L(1

% F

LOO

D)

24.8

5m A

HD

MIN

IMU

M H

OA

RD

ING

LEV

EL

(1%

FLO

OD

)24

.55m

AH

D

MIN

IMU

M H

OA

RD

ING

(1%

FLO

OD

) LE

VE

L24

.05m

AH

D

MIN

IMU

M H

OA

RD

ING

(1%

FLO

OD

) LE

VE

L24

.50m

AH

D

MIN

IMU

M H

OA

RD

ING

(1%

FLO

OD

) LE

VE

L24

.80m

AH

D

MIN

IMU

M H

OA

RD

ING

(1%

FLO

OD

) LE

VE

L24

.90m

AH

D

MIN

IMU

M H

OA

RD

ING

(1%

FLO

OD

) LE

VE

L25

.00m

AH

D

PR

OV

IDE

GE

OTE

XTI

LE F

ILTE

RFA

BR

IC O

VE

R E

XIS

TIN

G S

TRIP

DR

AIN

S

PR

OV

IDE

STE

EL

PLA

TE F

OR

TEM

PO

RA

RY

PR

OTE

CTI

ON

OF

EX

ISTI

NG

STO

RM

WA

TER

PIP

ES

FRO

M C

ON

STR

UC

TIO

N V

EH

ICLE

S

PR

OV

IDE

STE

EL

PLA

TE F

OR

TEM

PO

RA

RY

PR

OTE

CTI

ON

OF

EX

ISTI

NG

STO

RM

WA

TER

PIP

ES

FRO

M C

ON

STR

UC

TIO

N V

EH

ICLE

S

TEM

PO

RA

RY

CO

NS

TRU

CTI

ON

VE

HIC

LE E

NTR

Y/E

XIT

SE

DIM

EN

TTR

AP

AT

SIT

E (T

YP

). LO

CA

TIO

N T

OB

E C

ON

FIR

ME

D O

N S

ITE

BY

BU

ILD

ER

.

PR

OV

IDE

GE

OTE

XTI

LE F

AB

RIC

OV

ER

EX

ISTI

NG

GR

ATE

D IN

LET

PIT

S (T

YP

ICA

L)

PR

OV

IDE

GE

OTE

XTI

LE F

ILTE

RFA

BR

IC O

VE

R E

XIS

TIN

G S

TRIP

DR

AIN

S

TEM

PO

RA

RY

CO

NS

TRU

CTI

ON

VE

HIC

LE E

NTR

Y/E

XIT

SE

DIM

EN

TTR

AP

AT

SIT

E (T

YP

). LO

CA

TIO

N T

OB

E C

ON

FIR

ME

D O

N S

ITE

BY

BU

ILD

ER

.

TEM

PO

RA

RY

LA

YB

AC

K

TEM

PO

RA

RY

LA

YB

AC

K

SA

ND

BA

G IN

STA

LLE

D O

NE

XIS

TIN

G P

IT (T

YP

)

IND

ICA

TIV

E C

ON

STR

UC

TIO

NV

EH

ICLE

AC

CE

SS

PO

INT

WIT

HG

ATE

AN

D R

AM

P IN

TO B

AS

EM

EN

T.

RIC

KA

RD

RO

AD

THE

CO

NTR

AC

TOR

SH

ALL

MA

INTA

IN T

HE

EX

ISTI

NG

ON

EW

AY

- LO

CA

L TR

AFF

IC (A

PP

RO

X 4

.6m

WID

TH) A

S W

ELL

AS

PE

DE

STR

IAN

AC

CE

SS

AP

IAN

WA

Y.

NO

TE: T

O B

E U

SE

D F

OR

CO

NS

TRU

CTI

ON

TR

AFF

IC,

STO

RM

WA

TER

CU

LVE

RTS

AR

E L

OC

ATE

D W

ITH

IN T

HIS

AP

PR

OX

IMA

TE A

RE

A A

ND

MA

Y R

EQ

UIR

E P

RO

TEC

TIO

NFR

OM

HE

AV

Y V

EH

ICLE

S.

IND

ICA

TIV

E C

ON

STR

UC

TIO

N V

EH

ICLE

AC

CE

SS

PO

INT

WIT

H G

ATE

AN

D R

AM

PIN

TO B

AS

EM

EN

T.

PE

DE

STR

IAN

SIT

EA

CC

ES

S S

HE

D G

ATE

S

PR

OV

IDE

STR

AW

BA

LE F

IILTE

RS

TO E

XIS

TIN

G C

ULV

ER

T IN

LET

STR

UC

TUR

E.

(TY

P)

SIT

E H

OA

RD

ING

SH

ALL

BE

PR

OV

IDE

D T

OE

NS

UR

E O

VE

RLA

ND

FLO

WS

FO

R E

VE

NTS

UP

TO A

ND

INC

LUD

ING

1 IN

100

YE

AR

AR

ID

O N

OT

EN

TER

TH

E S

ITE

AN

D E

XC

AV

ATI

ON

.

SIT

E A

CC

ES

S S

TAIR

S

SIT

E S

HE

D

CO

NTR

AC

TOR

TO

STA

GE

BU

LKE

AR

THW

OR

KS

EX

CA

VA

TIO

N A

ND

OR

ALL

OW

TE

MP

OR

AR

Y S

HO

RIN

G A

SR

EQ

UIR

ED

TO

PR

OTE

CT

TRU

CK

SD

UR

ING

LO

AD

ING

.

CO

NTR

AC

TOR

TO

RE

VIE

W E

SC

ME

AS

UR

ES

ON

SIT

E T

O M

ITIG

AE

IMP

AC

T O

NC

ON

STR

UC

TIO

N/ R

EG

ULA

R T

RA

FFIC

.

SE

DIM

EN

T FE

NC

EC

ON

TRA

CTO

R S

HA

LL U

TILI

SE

SH

AK

ER

GR

ID O

RW

AS

H B

AY

AT

SIT

E E

XIT

. IF

A W

AS

H B

AY

ISU

TILI

SE

D, T

HE

CO

NTR

AC

TOR

SH

ALL

CO

LLE

CT

ALL

WA

SH

RU

NO

FF, C

LEA

NS

E W

ATE

R T

O C

ITY

OF

CA

NTE

BU

RY

BA

NK

STO

WN

CO

UN

CIL

& N

SW

EP

A S

TAN

DA

RD

S P

RIO

R T

O D

ISC

HA

RG

E F

RO

MTH

E S

ITE

.

SA

ND

BA

GS

OR

SIM

ILA

R A

RE

TO

BE

PR

OV

IDE

DA

T TH

E V

EH

ICLE

AC

CE

SS

PO

INT

TO T

HE

NO

MIN

ATE

D 1

% F

LOO

D L

EV

EL

IN T

HE

EV

EN

T O

FA

MA

JOR

STO

RM

EV

EN

T A

ND

WA

RN

ING

AS

PE

RTH

E F

LOO

D E

ME

RG

EN

CY

RE

SP

ON

SE

PLA

N.

SIT

E H

OA

RD

ING

SH

ALL

BE

PR

OV

IDE

D T

OE

NS

UR

E O

VE

RLA

ND

FLO

WS

FO

R E

VE

NTS

UP

TO A

ND

INC

LUD

ING

1 IN

100

YE

AR

AR

ID

O N

OT

EN

TER

TH

E S

ITE

AN

D E

XC

AV

ATI

ON

.

SIT

E H

OA

RD

ING

SH

ALL

BE

PR

OV

IDE

D T

OE

NS

UR

E O

VE

RLA

ND

FLO

WS

FO

R E

VE

NTS

UP

TO A

ND

INC

LUD

ING

1 IN

100

YE

AR

AR

ID

O N

OT

EN

TER

TH

E S

ITE

AN

D E

XC

AV

ATI

ON

.

SA

ND

BA

GS

OR

SIM

ILA

R A

RE

TO

BE

PR

OV

IDE

DA

T TH

E V

EH

ICLE

AC

CE

SS

PO

INT

TO T

HE

NO

MIN

ATE

D 1

% F

LOO

D L

EV

EL

IN T

HE

EV

EN

T O

FA

MA

JOR

STO

RM

EV

EN

T A

ND

WA

RN

ING

AS

PE

RTH

E F

LOO

D E

ME

RG

EN

CY

RE

SP

ON

SE

PLA

N.

BA

SE

OF

LIFT

SH

AFT

TO

BE

US

ED

AS

SE

DIM

EN

TB

AS

IN D

UR

ING

CO

NS

TRU

CTI

ON

(RE

FER

DE

TAIL

S)

SED

IMEN

T A

ND

ER

OSI

ON

CO

NTR

OL

X

X X

X

XX

TYP

E A

HO

AR

DIN

G

GE

OTE

XTI

LE IN

LET

FILT

ER

-DR

OP

INLE

T S

ED

IME

NT

TRA

P

TEM

PO

RA

RY

CO

NS

TRU

CTI

ON

AC

CE

SS

X

SE

DIM

EN

T FE

NC

E

SIT

E G

ATE

SE

DIM

EN

T TR

AP

- H

AY

BA

LES

SE

DIM

EN

T TR

AP

FO

R K

ER

B IN

LET

-SA

ND

BA

GS

WA

SH

BA

Y

TRA

CK

LO

AD

ING

AR

EA

AS

EA

RLY

WO

RK

S P

RO

GR

ES

S

TEM

PO

RA

RY

STE

EL

PLA

TE

SO

IL A

ND

WA

TER

MA

NA

GE

ME

NT

NO

TES

THIS

PLA

N H

AS

BE

EN

PR

EP

AR

ED

IN A

CC

OR

DA

NC

E W

ITH

DE

VE

LOP

ME

NT

CO

NS

EN

T B

0 (S

SD

931

) TO

AD

DR

ES

S IT

EM

SR

ELA

TIN

G T

O P

RE

PA

RA

TIO

N O

F A

CO

NS

TRU

CTI

ON

SO

IL &

WA

TER

MA

NA

GE

ME

NT

PLA

N.

IT H

AS

BE

EN

AS

SU

ME

D T

HA

T S

ED

IME

NT

FEN

CIN

G B

E W

ILL

PR

OV

IDE

D T

O T

HE

STA

GE

BO

UN

DA

RY

SU

FFIC

IEN

T TO

PR

EV

EN

TS

ED

IME

NT

RU

NO

FF F

RO

M L

EA

VIN

G S

ITE

(EX

CE

PT

IN T

HE

CA

SE

OF

EN

TRY

/EX

IT L

OC

ATI

ON

S W

HE

RE

TE

MP

OR

AR

YC

ON

STR

UC

TIO

N E

NTR

Y/ E

XIT

SE

DIM

EN

T TR

AP

AR

E P

RO

VID

ED

).IF

TH

IS IS

NO

T TH

E C

AS

E, P

RO

VID

E S

ED

IME

NT

FEN

CE

TO

STA

ND

AR

D D

ETA

IL A

S R

EQ

UIR

ED

TO

PR

EV

EN

T S

ED

IME

NT

FRO

MLE

AV

ING

SIT

E, D

IRE

CT

RU

NO

FF T

O S

ED

IME

NT

BA

SIN

.3.

ALL

ER

OS

ION

CO

NTR

OL

ME

AS

UR

ES

TO

BE

INS

TALL

ED

INA

CC

OR

DA

NC

E W

ITH

LA

ND

CO

M M

AN

AG

ING

UR

BA

N S

TOR

MW

ATE

R "B

LUE

BO

OK

"4.

MIN

IMIS

E C

LEA

RIN

G O

UTS

IDE

BA

SE

ME

NT

EX

TEN

T.5.

SE

DIM

EN

T C

ON

TRO

L FO

R L

AN

DS

CA

PE

D W

OR

KS

DO

WN

STR

EA

MO

F TH

E B

UIL

DIN

G T

O IN

CLU

DE

A S

ILT

FEN

CE

AN

D S

AN

DB

AG

S A

SR

EQ

UIR

ED

. TO

BE

MA

NA

GE

D A

T A

RA

TE O

F 50

L/s

BY

TH

EC

ON

TRA

CTO

R O

N S

ITE

. IN

STA

LL C

ATC

H D

RA

IN T

O D

IVE

RT

UP

STR

EA

M C

ATC

HM

EN

T A

WA

Y F

RO

M D

ISTU

RB

ED

SO

IL A

RE

A.

SE

DIM

EN

T C

ON

TRO

L C

ON

DIT

ION

S

1.S

ED

IME

NT

FEN

CE

S W

ILL

BE

INS

TALL

ED

AS

SH

OW

N A

ND

ELS

EW

HE

RE

AT

THE

DIS

CR

ETI

ON

OF

THE

SIT

E M

AN

AG

ER

TO

CO

NTA

IN C

OA

RS

ER

SE

DIM

EN

T FR

AC

TIO

NS

INC

LUD

ING

AG

GR

EG

ATE

D F

INE

S A

S N

EA

R A

S P

OS

SIB

LE T

O T

HE

SO

UR

CE

.2.

SE

DIM

EN

T R

EM

OV

ED

FR

OM

AN

Y T

RA

PP

ING

DE

VIC

E W

ILL

BE

RE

LOC

ATE

D W

HE

RE

FU

RTH

ER

PO

LLU

TIO

N T

O D

OW

NS

LOP

ELA

ND

S A

ND

WA

TER

WA

YS

CA

NN

OT

OC

CU

R.

3.S

TOC

KP

ILE

S W

ILL

BE

PLA

CE

D W

HE

RE

SH

OW

N O

N D

RA

WIN

G O

RE

LSE

WH

ER

E A

T TH

E D

ISC

RE

TIO

N O

F TH

E S

ITE

MA

NA

GE

R N

OT

WIT

HIN

5m

OF

HA

ZAR

D A

RE

AS

INC

LUD

ING

LIK

ELY

AR

EA

S O

FH

IGH

VE

LOC

ITY

FLO

WS

SU

CH

AS

WA

TER

WA

YS

, PA

VE

D A

RE

AS

&D

RIV

EW

AY

S.

4.W

ATE

R W

ILL

BE

PR

EV

EN

TED

FR

OM

DIR

EC

TLY

EN

TER

ING

TH

EP

ER

MA

NE

NT

DR

AIN

AG

E S

YS

TEM

WIT

H IN

LET

FILT

ER

S (S

EE

DE

TAIL

S) U

NLE

SS

IT IS

SE

DIM

EN

T FR

EE

.5.

TEM

PO

RA

RY

SE

DIM

EN

T TR

AP

S W

ILL

BE

RE

TAIN

ED

UN

TIL

AFT

ER

THE

LA

ND

S T

HE

Y A

RE

PR

OTE

CTI

NG

AR

E C

OM

PLE

TELY

RE

HA

BIL

ITA

TED

.6.

CO

NTR

AC

TOR

TO

DE

SIG

N/S

IZE

CO

NS

TRU

CT

TEM

PO

RA

RY

SE

DIM

EN

T B

AS

IN. W

ATE

R S

HO

ULD

BE

ALL

OW

ED

TO

SE

TTLE

BE

FOR

E D

ISC

HA

RG

E. C

ON

TRA

CTO

R M

US

T V

ER

IFY

TH

AT

WA

TER

QU

ALI

TY M

EE

TS A

UTH

OR

ITIE

S R

EQ

UIR

EM

EN

TS P

RIO

R T

OD

ISC

HA

RG

E. A

CC

UM

ULA

TED

SE

DIM

EN

T S

HO

ULD

TH

EN

BE

RE

MO

VE

D &

DIS

PO

SE

D O

F IN

AC

CO

RD

AN

CE

WIT

HE

NV

IRO

NM

EN

TAL

MA

NA

GE

ME

NT

PR

OC

ED

UR

ES

.

2.0m

2.0m

4.0m

2.0m2.0m

4.0m

TEM

PO

RA

RY

SE

DIM

EN

T B

AS

IN D

ETA

IL -

PLA

N

0.5m 1.0m

11.

51

1.5

NO

T TO

SC

ALE

300m

m W

IDE

GE

OFA

BR

ICM

OD

ULE

FIL

LED

WIT

H 5

mm

AG

GR

EG

ATE

TY

PIC

AL

PLA

CE

300

mm

TH

ICK

, 5m

mA

GG

RE

GA

TE W

RA

PP

ED

INA

60 G

EO

FAB

RIC

CO

NC

RE

TEP

LIN

THB

AS

IN T

O B

E L

INE

DW

ITH

A60

GE

OFA

BR

IC

AN

CH

OR

GE

OFA

BR

ICTO

TO

P O

F S

EE

PA

GE

CO

NTR

OL

BA

SIN

TYP

ICA

L

DIS

CH

AR

GE

TO

CO

UN

CIL

STO

RM

WA

TER

SY

STE

M

1.R

EFE

R T

O T

HE

SO

IL A

ND

WA

TER

MA

NA

GE

ME

NT

PLA

N F

OR

BA

SIN

MA

NA

GE

ME

NT

AN

D W

ATE

RTR

EA

TME

NT

CO

NS

TRU

CTI

ON

NO

TES

:

NO

RTH

02.

5

SCAL

E 1:

200

10.0

m2.

55.

07.

5 SHEE

TA1

PLAN

A1

DRAW

NDE

SIG

NED

CHEC

KED

APPR

OVE

D

STAT

USAN

D PA

RTNE

RS.

FRO

M W

ARRE

N SM

ITH

WRI

TTEN

PER

MIS

SIO

NO

R W

HOLE

WIT

HOUT

TO B

E CO

PIED

IN P

ART

THIS

DRA

WIN

G IS

NO

T

COM

MEN

CEM

ENT

OF

& LE

VELS

BEF

ORE

VERI

FY A

LL D

IMEN

SIO

NSDR

AWIN

GS,

CHE

CK &

DO N

OT

SCAL

E FR

OM

ANY

WO

RK.

AMEN

DMEN

TRE

VISI

ON

DATE

PRO

JECT

CLIE

NT

JOB

No.

DATE

SCAL

E

TITL

E

DRAW

ING

No.

ISSU

E

PREP

ARED

BY

AMEN

DMEN

TRE

VISI

ON

DATE

7207

000

M.C

.M

.C.

CO

NS

TRU

CTI

ON

CE

RTI

FIC

ATE

BA

NK

STO

WN

CIT

YC

AM

PU

S D

EV

ELO

PM

EN

T

CO

NST

RU

CTI

ON

SO

IL A

ND

WA

TER

MA

NA

GEM

ENT

PLA

N

AS

SH

OW

NN

.G.

N.G

. C2.

01M

AR

CH

202

1

1

ISSUE FOR CONSTRUCTION CERTIFICATE

1IS

SUE

FOR

CONS

TRUC

TIO

N CE

RTIF

ICAT

E18

/03/

21

WSU Bankstown

Western Sydney Uni Bankstown Page 45 of 45


western sydney university bankstown

Documents